完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.author | O'Neill, MW | en_US |
dc.contributor.author | Huang, AB | en_US |
dc.date.accessioned | 2014-12-08T15:40:27Z | - |
dc.date.available | 2014-12-08T15:40:27Z | - |
dc.date.issued | 2003-09-01 | en_US |
dc.identifier.issn | 1053-5381 | en_US |
dc.identifier.uri | http://hdl.handle.net/11536/27624 | - |
dc.description.abstract | The lateral load performance of 2 pile groups, one consisting of driven displacement piles, the other of bored piles, is described. The effect of installing the piles is to reduce the soil stiffness within the bored pile group, making the soil less efficient in resisting lateral pile movements than in the driven pile group. Structurally, however, the bored piles were more resistant to flexural loading. The net effect was that the system of bored piles was stiffer than the system of driven displacement piles. | en_US |
dc.language.iso | en_US | en_US |
dc.subject | piles | en_US |
dc.subject | sand | en_US |
dc.subject | foundation | en_US |
dc.subject | construction | en_US |
dc.subject | Taiwan | en_US |
dc.title | Comparative behavior of laterally loaded groups of bored and driven piles in cohesionless soil | en_US |
dc.type | Article; Proceedings Paper | en_US |
dc.identifier.journal | INTERNATIONAL JOURNAL OF OFFSHORE AND POLAR ENGINEERING | en_US |
dc.citation.volume | 13 | en_US |
dc.citation.issue | 3 | en_US |
dc.citation.spage | 161 | en_US |
dc.citation.epage | 168 | en_US |
dc.contributor.department | 土木工程學系 | zh_TW |
dc.contributor.department | Department of Civil Engineering | en_US |
dc.identifier.wosnumber | WOS:000185233500001 | - |
顯示於類別: | 會議論文 |